Abstract
Generally, soilbags are widely used in temporary structures in the case of emergency or building constructions as a temporary engineering material. Previous applications are mostly based on experiences rather than the knowledge of its mechanical behavior and operation principles from the view of engineering mechanics. In this paper, the mechanism of soilbags is first addressed from the mechanical principles. Followed are an introduction of design concepts and applications for soilbags, including mechanical tests on single soilbags, researches and corresponding knowledge, and practical applications of stacked soilbags.
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References
Matsuoka H, Chen Y, Kodama H, Yamaji Y, Tanaka R (2000) Mechanical properties of soilbags and unconfined compression tests on model and real soilbags, Proc. of the 35th Japan National Conf. on Geotech. Engrg 544: 1075–1076
Matsuoka H (2003) New approaches in geotechnical engineering. Kyoto: Kyoto University Press
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Co-research report of Ministry of Land, Infrastructure, Transport and Tourism, Building Research Institute and Nagoya Institute of Technology
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© 2008 Zhejiang University Press, Hangzhou and Springer-Verlag GmbH Berlin Heidelberg
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Chen, G.L., Huang, Y., Sato, M., Chida, S. (2008). Application of Stacked Soilbags for Slope Protection. In: Li, G., Chen, Y., Tang, X. (eds) Geosynthetics in Civil and Environmental Engineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-69313-0_113
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DOI: https://doi.org/10.1007/978-3-540-69313-0_113
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-540-69312-3
Online ISBN: 978-3-540-69313-0
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